Sealing system for sewer and water applications

ABSTRACT

A method and article for sealing a manhole riser a catch basin, and a pipe juncture. The method is an economical process whereby elastomeric bands are placed around and inside a manhole riser, a catch basin, or a pipe juncture and effectively seals the manhole riser, catch basin, or pipe juncture from loss of water or infiltration of water and other contaminants such as gases and salt.

RELATED APPLICATION

This application is a continuation-in-part of Ser. No. 08/308,256, filedon Sep. 19, 1994, now U.S. Pat. No. 5,531,485, which is acontinuation-in-part of Ser. No. 08/273,503, filed on Jul. 11, 1994, nowU.S. Pat. No. 5,511,897.

FIELD OF THE INVENTION

The present invention relates to a method of sealing a manhole riser anda catch basin, as well as sealing storm sewer pipes. More particularly,it relates to an improved, economical method to seal a manhole riser andcatch basin from unwanted water and other contaminants which leaktherethrough.

BACKGROUND OF THE INVENTION

Manhole risers, manhole chimneys, all generically describe the top ofthe unit which extends from sewer pipes to the ground surface. Inparticular, the top portion of the manhole riser comprises numerouscement adjusting rings, which sit atop each other and typically havespecific dimensions. Each ring may be added to increase the height thatthe manhole riser extends to. As a road is repaved and new layers ofpavement are added, it often times is necessary to add an additionalring such that the manhole covers stay flush with the road.

Catch basins are situated below storm sewer drainage grates found onroads. The storm sewer grates are collection sites for water drainagefrom streets which flow through catch basins. Catch basins generallycomprise a series of rectangular cement rails or collars. The cementcollars are stacked in a manner to create a rectangular "basin" throughwhich water passes. Each collar of the basin generally comprises twothree-sided cement rails which, when fitted together, create arectangle. The catch basins extend up to the grate, through whichdrainage water passes.

A problem that has existed with manhole risers and catch basins in thepast is surface and interior water or gasses pass through gaps andspaces in the cement rings and cement collars. Further, the water willoften times freeze between and within the cement structures, and thefreeze/thaw cycle will deteriorate and break up the cement structures,requiring them to be replaced.

Installation, repair or replacement of sanitary/storm manhole risers,storm catch basins, and storm sewer pipes is a continuous process inmaintaining the infrastructure of municipalities. In this process, aspecial skill called "adjustment" or "adjusting" occurs.Adjustment/adjusting is a process whereby the manhole riser or stormcatch basin is adjusted to the height of the road surface.

As water utilities are installed, a manhole for access to theinfrastructure system is constructed according to engineering plans on astraight line. If the road has a curve, it requires more manholes than astraight road. The bottom section of the manhole utility access iscalled a barrel, and between the barrel and riser is the "cone". Thecone is made of pre-cast concrete and will not leak because it is onepiece. After the cone is placed in position, the adjustment processbegins at the top of the cone in order to cause the manhole risernecking to meet flush with the road surface. By using concrete adjustingrings and mixed Portland cement on top of the cone, rings are stacked tobring the manhole and top casting to the road elevation. The procedureis similar for storm catch basins.

Poor workmanship, poor cement, improper grouting, and the freeze/thawcycle will cause hairline cracks in the adjustment necking. If a crackdevelops in the asphalt, water seeks its lowest level and begins to workagainst the cracks. Soon thereafter, the cracks enlarge and water, dirtand other debris begin to seep into the infrastructure.

A further problem occurs at the road surface around manhole risers andcatch basins. When leaks develop, the soil erodes, and the erosioncauses the ground to sink. This ground sinking action then causes thecatch basin or manholes to protrude, and the road needs to be repaired.This loss of supporting material causes the road to collapse around theresultant voids.

Previously, contractors practicing the adjusting process for utilitiesand municipalities have not had an economical solution for the aboveproblems. One solution, a "filter blanket", has been used in the past.The filter blanket is a geo-textile fabric material that is placed onnew roads that have poor underlying soils. The filter blanket givesstrength to the road surface. Often times, a contractor will simply cutoff a piece of the filter blanket and wrap around the manhole neck tohelp prevent sand and dirt from passing into the manhole. However, thefilter blanket is not adequate for the prevention of water to pass intothe adjustment rings.

Additional problems result from water and gas attacking the structuresfrom the inside. For a variety of reasons, water and other liquidsattack the interior of the rings and the cement which secure the ringsand casting. Sewer gasses such as hydrogen sulfide are particularlycorrosive, thus there is a need for an inner seal as well.

These problems are described in U.S. Pat. Nos. 4,475,845 and 4,469,467.These patents describe the problems of water infiltration into manholechimney seals, and attempt to provide a solution. However, the problemwith the solutions proposed in the '845 and '467 patents has not beensatisfactory to date, due to the high cost of the product. The '845patent discloses a chimney seal having numerous sealing sections and asecuring means for the chimney seal. In particular, the sealing meansdescribes a retaining band to be used with different preformed skirts.The '467 patent discloses a similar apparatus. The products allegedlycovered by these patents are very expensive, and not feasible forwidespread use as manhole riser sealer systems. Due to the numerousnumbers of manholes which exist and the increasingly tight budgets ofmunicipalities, there exists a need for an inexpensive apparatus andmethod of sealing, which does not employ the use of "preformed" rings.

U.S. Pat. Nos. 4,540,310, 4,737,220 and Canadian Patent No. 1,142,009all claim to have some type of sealing means which could be used forsealing water from manhole risers. However, none of these patentsaddress the problems associated with a need for a low cost product and amethod for sealing. The present invention addresses such a need, and isdisclosed herein. Further, the above patents and existing solutions aredirected to manhole risers, and do not address the needs addressed inthe catch basin market.

It is the object of this invention to create a barrier which may beplaced over adjustment necks of manhole risers and catch basins in amanner of minutes with a one person operation.

It is the object of this invention to have an economical, cost effectivemethod, in dealing with water leaks and deterioration of adjustmentnecks and catch basins. The present invention eliminates contaminatedwater, sand, dirt and other debris from penetrating into water systeminfrastructures, and thereby eliminates or reduces the amount of watertreatment needed at the city water treatment plant.

It is the object of this invention to provide an economical method ofsealing the intersection between two adjoining pipes.

It is the object of this invention to provide an inner seal for manholerisers and catch basins such that cracks and leakage do not occur fromthe inside due to exposure to sewer water and gasses.

The present invention also reduces the amount of ground erosionassociated with cracks and leakage caused by cracks in manhole risersand catch basins.

SUMMARY OF THE INVENTION

The present invention describes and claims an improved method forsealing a manhole riser or catch basin. The invention also describes andclaims an improved kit for sealing manhole risers and catch basins. Themethod of sealing a manhole riser, with adjusting rings, is described asfollows:

a. selecting a first and second band of elastomeric material, said firstand second band having a total height of at least the height of themanhole riser from the base of the bottom adjusting ring of the manholeriser to the top edge of the top adjusting ring of the manhole riser;

b. placing the first band over the manhole adjustment area andpositioning the bottom edge below the adjustment on the cone; and

c. placing the second band over the manhole riser, positioning thesecond band such that it extends over the top edge of the first band andalso extends over the top edge of the top adjusting ring.

The present invention also discloses a kit for sealing manhole risers.The kit comprises:

a first and second band of elastomeric material, the first and secondband having a total height of at least the height of the manhole riserfrom one inch below the base of the bottom adjusting manhole riser tothe top edge of the top adjusting ring of the manhole riser.

The present invention also addresses sealing catch basins The method forsealing catch basins comprises the following steps:

a. selecting a first and second band of elastomeric material, the firstand second band having a total height of at least the height of thecatch basin from the base of the bottom adjusting catch basin ring tothe top edge of the top adjusting ring of the catch basin;

b. placing the first band over the catch basin and positioning a bottomedge of the band at the base of the catch basin, a top edge of the firstband extending toward the top of the top adjusting collar; and

c. if necessary, placing the second band over the catch basin,positioning the second band such that it extends over the top edge ofthe first band and also extends over the top adjusting ring and into theedge of the catch basin casting.

The present invention also describes a kit for sealing catch basins. Thekit comprises:

a first and second band of elastomeric material, the first and secondband having a total height of at least the height from one inch belowthe bottom of the catch basin from the base of the bottom adjustingcatch basin ring to the top edge of the top adjusting ring of the catchbasin.

In another embodiment, a method to seal pipe intersections and barrelintersections which are sealed together underground to support a cone,comprise a tape having two strips of adhesive applied to one side of thetape. The tape is dispensed, a release liner is peeled off of theadhesive, and the tape is tightly wrapped around the riser, cone orother conduit which needs to be sealed. The ends are overlapped andsealed with a block of mastic.

Another aspect of the present invention is an inner seal for manholerisers and catch basins. The inner seal comprises at least two bands ofelastomeric material which are adhered to the inner surface of the catchbasin or manhole riser. Preferably, the bands have adhesive alreadyapplied to them, with a release tape liner for easy application.

BRIEF DESCRIPTION OF THE DRAWINGS

FIG. 1 shows a perspective view of the present invention sealing amanhole riser.

FIG. 2 shows a perspective view of the present invention sealing a catchbasin.

FIG. 3 shows individual components of the kit for sealing a manholeriser.

FIG. 4 shows one of the individual components of the kit of FIG. 3.

FIG. 5 shows the kit in boxed form.

FIG. 6 shows components of the present invention used in a method toseal pipe junctures.

FIG. 7 shows components of the present invention used to seal barrelssupporting a cone.

FIG. 8 is a perspective view of a manhole riser of the present inventionwith the inner seal in place.

FIG. 9 is a perspective view of a rectangular catch basin of the presentinvention with the inner seal in place.

FIG. 10 is a perspective view of a circular catch basin of the presentinvention with the inner seal in place.

FIG. 11 is a top plan view of the preferred lay up of the inner seal ina circular structure.

DETAILED DESCRIPTION OF THE INVENTION

The present invention, although describing manhole risers and catchbasins, also is directed to large standard city sewer manholes which arecommonly called cones or barrels. Power and phone companies also haveunderground cones, which are similar to manhole risers. The presentinvention envisions the method of sealing a manhole riser, a catchbasin, a pipe juncture or any large structure with rings or collarssecured together. The present invention may also seal the area betweenthe cone and the barrel which often leaks.

As can be seen in FIG. 1, the present invention is a three-piece sealingsystem shown generally as 10. The manhole riser is shown as 10, with abreak-away as 14. Risers can vary from 4 inches to 16 inches in heightdepending on the soil and surface conditions. The break-away shows themanhole riser with a portion of the sealing system removed forillustration purposes. The individual adjusting rings 16, 18, 20, 22 and24 are stacked atop one another. The adjusting rings are generallycemented to one another, with the mortar or Portland cement visible as26.

For the purposes of the present application, "manhole riser" refers towhat is shown in FIG. 1, which comprises a plurality of adjusting ringswhich lead up to the top casting, which is shown as 12. The casting 12is an annular collar, which supports the manhole cover (not shown). Itis intended that the manhole cover be flush or a bit below the roadsurface. Beneath the riser 10, is a one-piece cone (not shown). Theone-piece cone is typically made of concrete, and need not be shown forthe present invention. As discussed above, leaks occur through theadjusting rings, particularly between the adjusting rings, and thepresent invention discusses a solution to these leaks.

FIG. 2 discloses a catch basin generally shown as 50. The catch basinhas individual adjusting collars, which are shown at the break-awayportion of the sealing system 52 as 54, 56, 58, 60 and 62. A top castingis shown as 63. The collars are secured in place with Portland cement ormortar, shown generally as 64. Generally, two collars are fittedtogether with a point of intersection shown as 66. It is intended thatthe casting 63 with a grate on top (not shown) be marginally below theroad surface, with the road surface tilted in a manner such that stormwater drains into the catch basin 50. Water passes through a grate whichappears on top of the casting 63, through the middle of the collars,into the storm sewer system. The storm sewer system typically dischargesinto areas used as irrigation, lakes, rivers, etc. This is differentfrom manhole risers, which typically are involved in the treatment ofwater which is thereafter piped to homes and businesses for consumption.Although the manhole riser and catch basin perform different functions,as described above, the same problems apply to both. The mortar orcement holding the rings or collars in place often breaks down with thefreeze/thaw cycle or with age. Furthermore, cracks may develop in therings or adjusting collars, whereby water, sand, and other contaminantsmay freely pass through the cracks.

The present invention addresses these concerns. Referring back to FIG.1, there is a three-piece sealing system, with a bottom band being 30, amiddle band being 32 and a top band being 34. The bands are large,continuous bands of an elastomeric material, with the ends securedtogether to form a continuous loop. Preferably, the ends are securedtogether by a vulcanizing process. The first band 30, is a circularshaped elastomeric band which is adapted to fit the bottom of manholeriser 10. The second band, shown as 32, is placed in the mid region ofthe manhole riser 10. Preferably, the band is an EPDM elastomericmaterial (ethylene propylene diene) or Neoprene. EPDM and NeopreneMaterials are abrasion resistant, rubber like synthetic polymers. Othertypes of possible elastomeric materials include, but are not limited tonitrile, Hypalon, thermoplastic materials including, but not limited to,CPE (chlorinated polyethylene) rubbers, block copolymers such as SBS,SIS, Kraton® products and other elastomeric materials.

Preferably some bands of the present invention have a mastic adhesive onat least a portion the interior of the band. Preferably, a release linercovers the exterior of the adhesive. Once the bands are in place, therelease liner is removed. The adhesive thereafter secures the band tothe riser. FIGS. 3 and 4 disclose the use of an adhesive on the bands.FIG. 3 shows the preferable adhesive positioning. Another preferredadhesive position is to have an adhesive on the top and bottom of theinterior of the bands with no adhesive in the middle portion of theband. The top band 34 has adhesive on about the top half of the band.Band 32, preferably, has no need for adhesive as it is secured by theoverlapping of bands 34 and 30, preferably, bottom flange portion 36 hasadhesive thereon.

The first band 30 is drawn over the adjustment neck to the bottom ofriser 10. If a slab is involved, the band will automatically flair outand adhere to the slab catch basin. This "flair" is especially preferredif the cone is sitting on a cement slab. The "flair" flares out to meetthe cement slab. Preferably, the bottom band extends partially below thebase of the bottom adjusting ring (about one inch).

In the preferred embodiment, the top band 34 terminates at the top ofthe top adjusting ring 24 on the bottom edge of the casting 12.Preferably, band 34 has an approximate height of 6 inches and is of anelastomeric material that stretches over the top edge of the topadjusting ring 24 to the bottom edge of the casting 28 to create a tightseal. The entire structure is now water tight.

Thus, to summarize the method, prior to installing the invention, removeall dirt from around the base of the riser or basin. Clean the riser orbasin so it will receive the adhesive. Smooth all sharp corners with anabrasive stone. Wipe clean with a rag. A first ring of material 30 ispulled over the manhole riser 10, and pulled down to the bottom. The topof the first band must reach the top of the top adjusting ring. If thebottom band does not reach the top adjusting ring, and extension bandmust be used. Preferably, adhesive is previously applied to the inside,and a release liner is pulled off the band 30. A second band 32 ispulled over riser 10 and positioned to overlap riser 10 by approximately2 inches. After the second band 32 is in place, the third, smaller topband 34 is put in place after adhesive is applied or exposed from theinside of band 34. This extends below the top portion of the second band32, and extends over the top portion of the top adjusting ring, andextends onto the casting 28. Preferably, this third band isapproximately a 6 inch band. However, the present method and kit maywork if the top band reaches from a mid point region measured from thebase of the riser to the top edge of top adjusting ring. Thus, theactual size of the bands is not important, with the criteria that thebands cover the whole exterior of the manhole riser.

Optionally, the middle third band may or may not be needed, depending onthe number of adjusting rings used. Regardless of whether there are twobands or three bands, the system is sealed in place with adhesive,mortar and the manhole riser is thereafter buried.

Catch basin 50, shown in FIG. 2, utilizes a band system whereby thebands are rectangular in shape. The first band 68 is placed over thecatch basin such that it is pulled to the base of the catch basin 50.The bottom band 68 is cut about 1/2 inch on 3 inches either side of thecorner to relieve tensions. Flange 74 thereafter contacts the slab,allowing water to run-off. Top band 22 is thereafter placed on top ofthe catch basin 50. The bottom edge of the top band 72 is positionedbelow the top edge of the second rectangular band 70. The top edge ofthe third band 72 thereafter extends beyond the top edge of the topadjusting collar 62, and extends on to the bottom edge of the casting63. Thereafter, catch basin is sealed and buried.

The circular bands used for the manhole riser and the rectangular bandsused for the catch basin of the present invention are elastomericmaterial, which is generally cut from a pattern and is made into a bandfrom a rectangular cut piece of material with the use of a vulcanizingprocess to secure the band. The same procedure is performed with therectangular band.

FIG. 3 shows a preferred "kit" of bands for the catch basin and themanhole riser of the present invention. As is evident, the top band hasan adhesive portion 35 at the top. This is so the top band is secure tothe top collar and/or casting of the catch basin. The kit includes anextension band 32 and the bottom band 30, which has an adhesive portion31 on the bottom portion.

FIG. 4 shows a perspective view of the inside of band 34 of the presentinvention.

FIG. 5 shows a complete kit of the present invention, with bands 30, 32and 34.

In the preferred embodiment, the bottom band is 12 inches high and hasis capable of being flaired if a slab is involved. All of the bands havea thickness of about 0.06 inches and have a 60 durometer. Adhesive isapplied to the interior surface. The top band lays on the casting toseal against infiltration. The vertical part of the top band fits overthe top portion of the bottom or middle band and should overlap at least2 inches. An extension band with a height of approximately 8 inches maybe used to gain additional height as described above. The extensionpiece fits over the bottom piece and should preferably overlap by atleast 2 inches. The top piece will thereafter fit over the extensionband, which overlaps by at least about 2 inches over the extension band.

Preferably the extension band should have an adhesive or strip of masticon the bottom edge, where the bottom of the extension band contacts thetop of the bottom band. Thus, the extension band would have adhesive onthe bottom, inner surface which contacts the top, outside surface of thebottom band. This ensures the integrity of the seal. Likewise, the topband should have adhesive or mastic which is on the interior surface,and contacts the top, outer surface of the extension band. Again, thisensures the integrity of the seal. The sealant used as an adhesive forthe bands is a flexible butyl mastic sealant. Preferably, the adhesiveis a non-hardening butyl rubber mastic, commercially available fromBIDCO Adhesives.

It has also been found that the addition of a primer to the portion ofthe concrete or casting that the sealant will contact provides for anenhanced adhesive bond between the bands and the cement or casting.Typically, the primer is applied in the field, via a spray can or brush,to the intended surface (concrete rings, mortar, casting, etc.) prior tothe mastic containing band being applied. As the primer reacts with thesealant, there is no need to apply the primer anywhere other than wherethe sealant contacts. Preferably, the primer is a solvent based primerof synthetic rubber and resin. The preferred primer is a heptane basedprimer commercially available from Bondline Adhesives Inc. Other primersare envisioned, with the only requirement being an enhancing of theadhesion between the band and the structure. Preferably, the primerdries quickly (meaning quick evaporation of the solvent) such that theband with the sealant may be applied without undue waiting.

It is also useful to seal the interior of the manhole riser or catchbasin. This is shown in FIGS. 8, 9, 10 and 11. Oftentimes water, otherliquids and gasses contact the inner surface of the riser or basin, withthe result being the joints are corroded or deteriorated over time.Thus, an inner seal is advantageous to prevent the joint destructionfrom the interior.

In accordance with the present invention, an inner seal inventioncomprises a band with an adhesive. Preferably, the mastic covers theentire surface which will contact the inner riser or basin surface. Theband preferably is EPDM but can be other materials as described above.The adhesive is preferably the same as described above.

FIG. 8 discloses a circular manhole riser 100 with the outer sealdenoted as 102. The casting rings are shown in a break away as 104 and110. The casting sits atop the riser, denoted as 106. The inner seal 108is shown with an overlap portion 112. The overlap portion isapproximately 1 inch, and extends all the way down to the interior baseof riser 100. As is evident in FIG. 8, the preferred embodiment is tohave the inner seal 108 extend up to the casting, and preferably,approximately 2 inches onto the casting 106. Unlike the preferredembodiment of the outer seal shown above, the inner seal preferably hasadhesive coated on the full surface which contacts the interior 110 ofstructure 100. Most preferably, a primer, as described above, is firstapplied to the interior surface 110. Thereafter, the band, preferablybeing EPDM, has an adhesive such as butyl mastic coated on one entiresurface, with a release liner covering the adhesive. If the width of theband is not approximately the interior height of the riser, withallowing an overlap onto the casting, either the band is cut to anappropriate width, or if the band is not wide enough, two or more bandsmay be applied. The band(s) are applied such that an edge 112 is placedon the interior 110, such that edge 112 is in a vertical position. Theband 108 thereafter is pushed against the interior 110 all the wayaround the interior 110, until there is a partial overlap at edge 112.The top and bottom horizontal edges of the band, during the installationprocess, should be aligned or substantially parallel with the horizontalplane defined as the top and bottom of riser 100. In other words, theband should be positioned to cover as much interior space as possible.The band 108 is thereafter cut, either before or after the previouslydescribed process. In other words, the band 108 may be cut to theappropriate length either before or after it is applied on the interior110.

An alternative method and a preferred method of applying the inner sealin a circular structure is shown in FIG. 11. In this method, the innerseal is cut into strips 144 and 146 having a length of approximately theinterior height of manhole riser 100. A plurality of vertical strips arecut, and applied in a vertical direction, rather than a horizontaldirection. Again, there is a partial overlap 145 as shown between strips144 and 146. This method is preferred due to the fact that often timesthe interior is askew, thus making it difficult to apply the band in asquare fashion. Thus, several short bands may be cut and applied in thevertical fashion described above.

FIG. 9 discloses a square catch basin 120 showing an outer seal 122 andinner seal 130 of the present invention. Grate 128 sits atop casting126. The inner seal 130 rises up to a point 132, such that when waterflows into grate 128, at a high flow rate, it does not catch an edge ofinner seal 130 and shear off 130 from the interior. Thus, it ispreferred to extend inner seal 130 as high as possible in the back ofcasting 126. This is also shown in FIG. 10, whereby an additional innerseal 136 is shown being added to a circular catch basin 130. The casting132 is shown with a band 134 having an overlap 138.

The present invention also provides an economical method of sealing thearea around a pipe juncture. As shown in FIG. 6, pipes 80 and 82, whichmay be cement pipes, are often connected together with a "male" 82 and"female" 80 pipe. The male pipe 82 is inserted into an enlarged, femaleend of another pipe 80. The tape or connector has adhesive sections 86,and 88 and has two ends 90, and 92.

However, often times the juncture 94 or intersection formed by thesepipes is not water tight or impervious to infiltration. The presentinvention addresses these problems with the use of a tape system.

As is shown in FIG. 6, a pull away of the tape 92 is illustrated. Themethod of sealing the pipe juncture utilizes a roll of elastomeric tape.The tape 92 preferably comes in a dispenser (not shown), with the tapebeing 50 feet long, rolled in the dispenser box, and the tape 92 is madeof EPDM and is 8 inches wide and 0.60 inches thick. The tape 92 hasmastic on the top and bottom of the tape 92 running lengthwise. Themastic preferably is 1.5 inches×0.25 inches thick. Preferably it is thesame mastic as described above.

The method involved having two pipes which are configured as shown inFIG. 6 is described below. A section of elastomeric tape is cut, withthe stretched length of the tape being greater than the circumference ofthe pipe juncture that the tape is covering.

The tape has previously applied to it at least two strips of adhesiveextending lengthwise along the tape. The tape is positioned such thatabout one-half of the width of the tape is on one side of the pipejuncture and the remaining half of the tape is on the other side of thepipe juncture. The tape is pulled tightly, and wrapped around thejuncture, such that there is a portion of a first end of the tapeextending over the second end of the tape.

Either prior to, or after the tape has been pulled tightly around thepipe juncture, a connector 96 is attached to one end of the tape. Theconnector 96 is preferably a square of mastic, with a release liner. Asshown in FIG. 6, the connector 96 acts as a splice for the two ends 90and 92 of tape 84. The mastic may be double sided or single sided andmay be attached in numerous ways. It can be attached to tape 84 prior towrapping around the pipe juncture 94, or it can be placed on the pipejuncture after the tape 84 is wrapped around the pipe juncture 96.

In addition to pipe junctions, the tape system may be applied to barrelswhich support the cone. In this other embodiment, a method to seal thejoint where a manhole barrel and cone are joined. This is comprised of aband of predetermined size elastomeric material. The band has two stripsof mastic on the outside edges of one side. The band is pulled intoplace over the joint, the release paper on the mastic is removed andpressed into panels.

Although the present invention has been described with reference topreferred embodiments, workers skilled in the will recognize thatchanges may be made in form and detail without departing from the spiritand scope of the invention.

What I claim is:
 1. A method for sealing the interior of a structureselected from the group consisting of a manhole riser or catch basin,said method comprising the steps of:a. selecting a first band ofelastomeric material, said first band having a total width of at leastabout the height of the interior of the structure and a total length ofat least about the interior circumference of said interior of saidstructure, said first band having an adhesive coated on substantiallythe entire inner face which contacts said structure interior; b. placinga vertical edge of said first band in position on said interior suchthat horizontal edges of said band are substantially aligned with afirst and second horizontal edge of said structure; and c. rolling saidband around said interior until said interior is substantially coveredwith said first band.
 2. The method of claim 1 wherein said first bandcomprises EPDM.
 3. The method of claim 1 wherein said band is precut inlength to fit around said interior with an overlap.
 4. The method ofclaim 1 wherein said adhesive is a butyl mastic adhesive.
 5. The methodof claim 1 having an additional step of applying at least one more bandto said interior.
 6. The method of claim 1 comprising the additionalstep of applying a primer to surface areas of said structure interiorwhich will contact said adhesive.
 7. A method for sealing the interiorof a structure selected from the group consisting of a manhole riser orcatch basin, said method comprising the steps of:a. placing a verticaledge of a first band of elastomeric material in position on the interiorof the structure such that horizontal edges of said band aresubstantially aligned with a first and second horizontal edge of saidstructure, and such that said vertical edge is secured to the interiorby an adhesive disposed therebetween; and b. starting proximate saidvertical edge, rolling said band around said interior until saidinterior is substantially covered with said first band and said firstband is secured to the interior by an adhesive disposed therebetween. 8.The method of claim 7 wherein said first band comprises EPDM.
 9. Themethod of claim 7 wherein said band is precut in length to fit aroundsaid interior with an overlap.
 10. The method of claim 7 wherein saidadhesive is a butyl mastic adhesive.
 11. The method of claim 7 having anadditional step of applying at least one more band to said interior. 12.The method of claim 7 comprising the additional step of applying aprimer to surface areas of said structure interior which will contactsaid adhesive.
 13. The method of claim 7 wherein said first band has atotal width of at least about the height of the interior of thestructure and a total length of at least about the interiorcircumference of said interior of said structure.